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04-BS-3 · May 2016

Question 4 of 6: Question 4 (paper Question IV): Rod released against a compressed spring

Nivaar worked solution (AI-drafted; not reviewed by a licensed engineer)

Notes on this paper

National Examination 04-BS-3 (Statics and Dynamics) — 2016-May. 3 hours, closed book (one 8.5″×11″ formula sheet permitted). Part A (Statics) offers 3 questions, answer any 2; Part B (Dynamics) offers 3 questions, answer any 2. Every printed question is solved below (all 6), even though the exam instructions require only 4.

Reference texts: Hibbeler, Engineering Mechanics: Statics (14th ed.); Hibbeler, Engineering Mechanics: Dynamics (14th ed.).

Question 4 (paper Question IV): Rod released against a compressed spring (equal value)

Question text not reproduced: the examination questions are © Engineers and Geoscientists BC. Open the official past paper (linked at the top of this page) to read the question, then follow the worked solution below.

Given. Slender rod AB, mass 15 kg, length 2 m, pivoted at O (0.4 m from B, so 1.6 m from A); mass centre C is the midpoint (1 m from each end), i.e. 0.6 m from O on the A-side. Spring $k=300\text{ kN/m}$ compressed $x=25\text{ mm}$ at end A; rod starts horizontal and is released from rest.

Given data
QuantityValue
Mass, m15 kg
Length, L2 m
Pivot O to B0.4 m
Pivot O to mass centre C0.6 m
Spring constant, k300 kN/m
Spring compression, x25 mm

Find. Angular velocity $\omega$ and pivot reaction $\mathbf{O}$ as the rod passes through the vertical position (end A above O).

AOBC (mass centre)Position 1 (horizontal, released)spring compression x = 25 mm, k = 300 kN/mABOω = 1.025 rad/sOΎ = 137.7 NPosition 2 (vertical)
Fig. 4 – Position 1 (horizontal, spring compressed at A) and Position 2 (vertical, A above O), with the reaction at O.

Approach. The spring releases its stored energy over the first 25 mm of travel (essentially at the horizontal position), so a single work-energy equation from Position 1 (horizontal, at rest, spring compressed) to Position 2 (vertical) gives $\omega$. At the exact vertical position the mass centre C lies on the same vertical line through O as the weight force, so gravity's moment about O – and hence the angular acceleration $\alpha$ – is momentarily zero; Newton's second law for the mass centre (pure centripetal acceleration) then gives the pivot reaction.

  1. Mass moment of inertia about O. $I_C=\tfrac{1}{12}mL^2=\tfrac{1}{12}(15)(2)^2=5.00\text{ kg}\cdot\text{m}^2$; by the parallel-axis theorem with $d_{OC}=0.6\text{ m}$: $$I_O=I_C+md_{OC}^2=5.00+15(0.6)^2=10.40\text{ kg}\cdot\text{m}^2$$
  2. Energy stored in the spring. $$V_{\text{spring}}=\tfrac12kx^2=\tfrac12(300{,}000)(0.025)^2=93.75\text{ J}$$
  3. Rise in gravitational PE of C. Going from horizontal (C at O's height) to vertical with A above O, C rises by $d_{OC}=0.6\text{ m}$: $$\Delta V_{\text{grav}}=mg\,d_{OC}=15(9.81)(0.6)=88.29\text{ J}$$
  4. Conservation of energy, $T_1+V_1=T_2+V_2$ with $T_1=0$: $$\tfrac12I_O\omega^2=93.75-88.29=5.46\text{ J}\ \Rightarrow\ \boxed{\omega=1.025\text{ rad/s}}$$
  5. Angular acceleration at the vertical instant. With C directly above O, the weight's moment arm about O is zero, so $\Sigma M_O=I_O\alpha=0\Rightarrow\alpha=0$; the mass centre therefore has only centripetal acceleration, $a_G=\omega^2d_{OC}$ directed from C toward O (downward): $$a_G=(1.025)^2(0.6)=0.630\text{ m/s}^2\ \text{(down)}$$
  6. Newton's second law for the rod. $\Sigma F_x=ma_{Gx}=0\Rightarrow O_x=0$. $\Sigma F_y=ma_{Gy}$: with the reaction $O_y$ up and weight down, $$O_y-mg=-m\omega^2d_{OC}\ \Rightarrow\ \boxed{O_y=m(g-\omega^2d_{OC})=15(9.81-0.630)=137.7\text{ N}}$$
Final results
QuantityValue
$I_O$10.40 kg·m²
Angular velocity, $\omega$1.025 rad/s
Reaction $O_x$0 N
Reaction $O_y$137.7 N (upward)